Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) GI OPEN PECHING) B-2 B-3 G 2 TYPICAL FLOOR FRAMING 3.arrow_forwardAsap Please, Thank youarrow_forwarda. Design the beam shown below. The unfactored dead and live loads are shown in the diagram. Select your section based on the attached excerpt from AISC Manual. b. Calculate the max deflection; and compare with the allowable deflection. Hint: Consider point load and uniformly distributed load separately. 25 kips (live load) ➜ 15 ft. # 30 ft. 0.85 k/ft. (dead load) 0.95 k/ft. (live load)arrow_forward
- Please solve this question in hand writting step by step. Please in handwritting.arrow_forwardFor problem 1, the top 2 inches of the beam is made of concrete with a compressive strenght of 8000 psi instead of 5000 psi. The rest of the beam has concrete with compressive strenght of 5000 psi.arrow_forwardConsidering the frame, the height of each storey is 5 m (DA) and 4m (DG) , the length of each span is 6 m (GH) and 7 m (HI), assuming columns and beams have the same cross sectional areas. *Using portal method, what is the axial force at column FC?arrow_forward
- Two beams have the same section. Calculate maximum factored loads as shown below for case (a) and (b) aj bj 1 8m 8m 2-20M SO 5 I A Section for (a) and (b): 350mm BB fé= ↓ Pman = ? 0 ooo 4-25M = 30MPa fy=400мра &man = ? 450mm IS A B 650m ↑ 200mmarrow_forwardsteel joist is spaced at 3’-0” oc and spans 35’-0”. It carries a dead load of 45 psf and a live load of 100 psf. What is the most economical steel joist able to carry this load? a. 24K7 b. 26K7 c. 28K7 d. 30K7arrow_forwardAnswer problem 5.11-9: Same as problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beam).arrow_forward
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